Predictions of ground surface settlement for shield tunnels in sandy cobble stratum based on stochastic medium theory and empirical formulas
Tài liệu tham khảo
Belegundu, 2019, Optimization concepts and applications in engineering
Bobet, 2001, Analytical solutions for shallow tunnels in saturated ground, Journal of Engineering Mechanics, 127, 1258, 10.1061/(ASCE)0733-9399(2001)127:12(1258)
Cai, Z. (2013). Characteristic of surface subsidence and control research in sandy cobble stratum caused by different shields excavation [Master dissertation, Southwest Jiaotong University, China] (in Chinese).
Chen, W. (2020). Study on ground surface settlement of shield tunnel with line 16, Beijing Subway in sandy cobbel stratum [Master dissertation, North China Institute of Science and Technology, China] (in Chinese).
Chou, 2002, Predictions of ground deformations in shallow tunnels in clay, Tunnelling and Underground Space Technology, 17, 3, 10.1016/S0886-7798(01)00068-2
Deng, 2022, Ground loss model for analyzing shield tunneling-induced surface settlement along curve sections, Tunnelling and Underground Space Technology, 119, 10.1016/j.tust.2021.104250
Ding, J. (2018). Analysis on the influence of boundary effect on the surface settlement induced by shield tunnelling [Master dissertation, Beijing Jiaotong University, China] (in Chinese).
Fang, 2016, Ground surface settlements due to construction of closely-spaced twin tunnels with different geometric arrangements, Tunnelling and Underground Space Technology, 51, 144, 10.1016/j.tust.2015.10.031
Fang, 2015, Effects of twin tunnels construction beneath existing shield-driven twin tunnels, Tunnelling and Underground Space Technology, 45, 128, 10.1016/j.tust.2014.10.001
Fang, 2017, Surface settlement prediction for EPB shield tunneling in sandy ground, KSCE Journal of Civil Engineering, 21, 2908, 10.1007/s12205-017-0989-8
Fargnoli, 2013, TBM tunnelling-induced settlements in coarse-grained soils: The case of the new Milan underground line 5, Tunnelling and Underground Space Technology, 38, 336, 10.1016/j.tust.2013.07.015
Feng, 2022, Mechanism and law analysis on ground settlement caused by shield excavation of small-radius curved tunnel, Rock Mechanics and Rock Engineering, 55, 3473, 10.1007/s00603-022-02819-6
Franza, 2019, Greenfield tunnelling in sands: The effects of soil density and relative depth, Géotechnique, 69, 297, 10.1680/jgeot.17.P.091
Geng, 2015, Port throughput forecasting by MARS-RSVR with chaotic simulated annealing particle swarm optimization algorithm, Neurocomputing, 147, 239, 10.1016/j.neucom.2014.06.070
Han, 2007, Comparative analysis of strata prediction models for ground movement induced by tunnel construction, Chinese Journal of Rock Mechanics and Engineering, 36, 594
He, 2012, Surface settlement caused by twin-parallel shield tunnelling in sandy cobble strata, Journal of Zhejiang University SCIENCE A, 13, 858, 10.1631/jzus.A12ISGT6
Hu, 2020, Laboratory model test of epb shield tunneling in a cobble-rich soil, Journal of Geotechnical and Geoenvironmental Engineering, 146, 04020112, 10.1061/(ASCE)GT.1943-5606.0002355
Hu, 2016, Study on the disturbance and excavation face failure feature of granular mixtures stratum due to EPB shield tunneling, Chinese Journal of Rock Mechanics and Engineering, 35, 1618
Huang, 2019, Conditioning experiment on sand and cobble soil for shield tunneling, Tunnelling and Underground Space Technology, 87, 187, 10.1016/j.tust.2019.02.011
Lee, C. J., Wu, B. R., & Chiou, S. Y. (1999). Soil movements around a tunnel in soft soils. Proceedings of the National Science Council, Republic of China, Part A: Physical Science and Engineering, 23(2), 235–247.
Lee, 1992, Subsidence owing to tunnelling. I. Estimating the gap parameter, Canadian Geotechnical Journal, 29, 929, 10.1139/t92-104
Li, 2021, Analytical solutions to ground settlement induced by ground loss and construction loadings during curved shield tunneling, Journal of Zhejiang University-SCIENCE A, 22, 296, 10.1631/jzus.A2000120
Li, 2022, The influence of non-synchronous excavation of twin curved shield tunnels, KSCE Journal of Civil Engineering, 26, 2456, 10.1007/s12205-022-0949-9
Feng, 2017, Parameters selection research of Peck formula for twin tunnels in sandy–pebble stratum, Journal of Railway Science and Engineering, 14, 100
Liao, X., Wang, Q., Feng, L., Wu, X., Guo, D., Xi, Y., & Chen, J. (2019). Correlating epb chengdu metro settlement data with analysis predictions in sandy cobble stratum. Geo-Congress 2019, 2019-March(GSP 313), 287–296.
Litwiniszyn, J. (1957). Fundamental principles of the mechanics of stochastic medium. Proceedings of the3rd Conference on Theoretical Applied Mechanics, 93–110.
Liu, 2018, A prediction model based on stochastic medium theory for ground surface settlement induced by non-uniform tunnel deformation, Chinese Journal of Rock Mechanics and Engineering, 37, 1942
Liu, 2021, The role of TBM asymmetric tail-grouting on surface settlement in coarse-grained soils of urban area: Field tests and FEA modelling, Tunnelling and Underground Space Technology, 111, 10.1016/j.tust.2021.103857
Liu, F. (2019). Study on the slurry performance and face stability of SPB shield tunnel in cobble-rich soil [Doctoral dissertation, Chongqing Jiaotong University, China] (in Chinese).
Loganathan, 1998, Analytical prediction for tunneling-induced ground movements in clays, Journal of Geotechnical and Geoenvironmental Engineering, 124, 846, 10.1061/(ASCE)1090-0241(1998)124:9(846)
Ma, 2014, Non-linear description of ground settlement over twin tunnels in soil, Tunnelling and Underground Space Technology, 42, 144, 10.1016/j.tust.2014.02.006
Mair, R. J., & Taylor, R. N. (1997). Bored tunnelling in the urban environment. Proceeding of the 14th International Conference of Soil Mechanics and Foundation Engineering, 4, 2353–2385.
Marshall, 2012, Tunnels in sands: The effect of size, depth and volume loss on greenfield displacements, Géotechnique, 62, 385, 10.1680/geot.10.P.047
Mindlin, 1936, Force at a point in the interior of a semi-infinite solid, Journal of Applied Physics, 7, 195
New, B. M., & O’Reilly, M. P. (1991). Tunneling-induced ground movements, predicting their magnitude and effects. Proceedings of the 4th Conference On Ground Movements and Structures, London, 671–697.
Oh, 2014, Investigation on influence of tail void grouting on the surface settlements during shield tunneling using a stress-pore pressure coupled analysis, KSCE Journal of Civil Engineering, 18, 803, 10.1007/s12205-014-1383-8
Park, 2004, Elastic solution for tunneling-induced ground movements in clays, International Journal of Geomechanics, 4, 310, 10.1061/(ASCE)1532-3641(2004)4:4(310)
Park, 2005, Analytical solution for tunnelling-induced ground movement in clays, Tunnelling and Underground Space Technology, 20, 249, 10.1016/j.tust.2004.08.009
Peck, R. B. (1969, January). Deep excavations and tunnelling in soft ground. In Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, State of the Art Volume, Mexico.
Saeed, 2022, Equation for maximum ground surface settlement due to bored tunnelling in cohesive and cohesionless soils obtained by numerical simulations, Arabian Journal for Science and Engineering, 47, 5139, 10.1007/s13369-021-06436-3
Sagaseta, 1987, Analysis of undrained soil deformation due to ground loss, Géotechnique, 37, 301, 10.1680/geot.1987.37.3.301
Sagaseta, 1998, On the role of analytical solutions for the evaluation of soil deformation around tunnels, vol 397
Shi, 2017, An analysis of the ground deformation caused by shield tunnel construction combining an elastic half-space model and stochastic medium theory, KSCE Journal of Civil Engineering, 21, 1933, 10.1007/s12205-016-0804-y
Sun, J. (2020). Study on the characteristics of surface deformation caused by loss of sandy pebble stratum. [Master thesis, Southwest Jiaotong University, China] (in Chinese).
Verruijt, 1997, A complex variable solution for a deforming circular tunnel in an elastic half-plane, International Journal for Numerical and Analytical Methods in Geomechanics, 21, 77, 10.1002/(SICI)1096-9853(199702)21:2<77::AID-NAG857>3.0.CO;2-M
Verruijt, 1998, Deformations of an elastic half plane with a circular cavity, International Journal of Solids and Structures, 35, 2795, 10.1016/S0020-7683(97)00194-7
Verruijt, 1996, Surface settlements due to deformation of a tunnel in an elastic half plane, Géotechnique, 46, 753, 10.1680/geot.1996.46.4.753
Yang, 2020, Investigation on the 3D ground settlement induced by shallow tunneling considering the effects of buildings, KSCE Journal of Civil Engineering, 24, 365, 10.1007/s12205-019-2201-9
Yang, 2004, Modeling of tunneling-induced ground surface movements using stochastic medium theory, Tunnelling and Underground Space Technology, 19, 113, 10.1016/j.tust.2003.07.002
Yang, Q. (2016). Study on the regularity of surface settlement caused by shield tunnelling in Chengdu sandy cobble stratum [Master dissertation, Southwest Jiaotong University, China] (in Chinese).
Yang, 2011, Ground movement prediction for tunnels using simplified procedure, Tunnelling and Underground Space Technology, 26, 462, 10.1016/j.tust.2011.01.002
Yang, 2020, Parameter optimization of peck formula for shield construction in Lanzhou sand pebble ground, Journal of Liaoning Technical University (Natural Science Edition), 39, 231
Zhang, 2011, A discrete numerical approach for modeling face stability in slurry shield tunnelling in soft soils, Computers and Geotechnics, 38, 94, 10.1016/j.compgeo.2010.10.011
Zhang, 2013, A case study on the behavior of shield tunneling in sandy cobble ground, Environmental Earth Sciences, 69, 1891, 10.1007/s12665-012-2021-4
Zhou, S. (2017). Study on stratum deformation law caused by EPA shield construction in Chengdu water rich sandy cobble stratum [Master thesis, China Acadedmy of Railway Sciences, China] (in Chinese).